A short column having a standard $356368mm133k\frac{g}{m}H-$section $($parallel flange$)$ cross$-$section is used to support a point load of $PkN.$ Due to an alignment error during construction, the point load $P$ is applied at an eccentricity of hat$(y)$ from the centroid axis $x-x$ and on the centroid axis $Y-Y$ as shown in Figure Qn$.5.$

$Y$

Figure Qn$.5$

The misaligned load $P$ induces an overall compressive stress of $160$ MPa at point A and an overall tensile stress of $30$ MPa at point B$.$ Points A and B lie on the extreme surfaces of the column as shown in Figure Qn$\mathrm{.}5.$ Calculate the load $P$ and the eccentricity $9.$